Experimental and numerical study on seismic performance of precast concrete hollow shear walls: Fid-Bau Portal

Experimental and numerical study on seismic performance of precast concrete hollow shear walls

Zhang, Weijing / Yang, Leigang / Guo, Xiaotian / Li, Aiying / Qian, Jiaru / Zhang, Yingbao

Highlights • ·A novel precast hollow panel with vertical holes and horizontal holes in the longitudinal ribs of the end is proposed and experimental research on five hollow shear wall specimens was carried out. • The experimental results show that inserted reinforcement indirect connection is reliable, and the horizontal bars connected with inserted reinforcement indirect lapping can resist horizontal shear force. • The hollow shear walls have good energy dissipation capacity and deformation capacity. • The hollow shear wall can be integrated by direct splicing and cast-in-place vertical segment connection. • The precast boundary elements with longer length can play a similar role to the cast-in-place boundary elements. • The hysteresis performance of the precast hollow shear walls was simulated and the impact of key parameters on the seismic performance of the precast hollow shear wall was studied.

Abstract Precast hollow shear wall structure is a new type of prefabricated shear wall structure. The wall of the structure is composed of precast hollow panels, cast-in-place boundary elements and cast-in-place vertical splice joints. The precast hollow panel is provided with vertical and horizontal holes, and concrete is poured at the construction site to form solid wall. Horizontally inserted reinforcement bars are arranged in the horizontal holes of the hollow panels, which are indirectly overlapped with the horizontally distributed reinforcement bars in the hollow panels to realize the connection of horizontal reinforced bars of adjacent hollow panels in the same story. In order to study the seismic performance of precast hollow shear wall, quasi-static tests were conducted on five hollow shear wall specimens with aspect ratio of 1.61 to 2.07. The experimental results showed that the specimens failed due to flexure-compression, which achieved the expected design target of “strong shear and weak bending”, and horizontal reinforcement indirectly connected by horizontal inserts could effectively resist horizontal shear force. The ultimate drift ratios of specimens ranged from 1.4% to 2.6%. The load-carrying capacity of the hollow shear wall could be calculated according to the formula for cast-in-place shear wall provided by the GB 50010–2010. Two kinds of connection between the hollow panels (direct splicing connection and cast-in-place vertical splicing connection) could make the hollow panels become a whole. The seismic performance of the hollow shear wall with precast boundary elements also met the requirements of the GB 50011–2010. Finally, the finite element model of shear wall specimen was established and verified using MSC.MARC software. On this basis, the impact of key parameters on the seismic performance of the precast hollow shear wall was studied. The results show that the axial load ratio and boundary longitudinal reinforcement ratio had great influence on the seismic performance, while the diameter of the steel bar inserted horizontally had little effect on the seismic performance of the precast hollow shear wall with higher aspect ratio.